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You searched for +publisher:"Dalhousie University" +contributor:("Dr. Yi Liu"). Showing records 1 – 8 of 8 total matches.

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Dalhousie University

1. Soon, Sandra. IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES.

Degree: Master of Applied Science, Department of Civil Engineering, 2011, Dalhousie University

 Masonry infilled walls have been commonly used as interior partitions as well as exterior walls infilled in either steel or reinforced concrete frames in the… (more)

Subjects/Keywords: Masonry Infilled Steel Frames

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APA (6th Edition):

Soon, S. (2011). IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/14327

Chicago Manual of Style (16th Edition):

Soon, Sandra. “IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES.” 2011. Masters Thesis, Dalhousie University. Accessed December 03, 2020. http://hdl.handle.net/10222/14327.

MLA Handbook (7th Edition):

Soon, Sandra. “IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES.” 2011. Web. 03 Dec 2020.

Vancouver:

Soon S. IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES. [Internet] [Masters thesis]. Dalhousie University; 2011. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/10222/14327.

Council of Science Editors:

Soon S. IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES. [Masters Thesis]. Dalhousie University; 2011. Available from: http://hdl.handle.net/10222/14327


Dalhousie University

2. Alkhatib, Ammar. EXPERIMENTAL STUDY OF BEHAVIOUR AND STRENGTH OF SHEAR STUDS IN COMPOSITE BRIDGE DECK CONSTRUCTION.

Degree: Master of Applied Science, Department of Civil Engineering, 2012, Dalhousie University

 Cast-in-place concrete in composite with steel sections is commonly used in bridge deck constructions. The shear transfer between the concrete and steel section is achieved… (more)

Subjects/Keywords: Shear stud; bridge deck; composite construction; adjustable stud; push-out test

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APA (6th Edition):

Alkhatib, A. (2012). EXPERIMENTAL STUDY OF BEHAVIOUR AND STRENGTH OF SHEAR STUDS IN COMPOSITE BRIDGE DECK CONSTRUCTION. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/15856

Chicago Manual of Style (16th Edition):

Alkhatib, Ammar. “EXPERIMENTAL STUDY OF BEHAVIOUR AND STRENGTH OF SHEAR STUDS IN COMPOSITE BRIDGE DECK CONSTRUCTION.” 2012. Masters Thesis, Dalhousie University. Accessed December 03, 2020. http://hdl.handle.net/10222/15856.

MLA Handbook (7th Edition):

Alkhatib, Ammar. “EXPERIMENTAL STUDY OF BEHAVIOUR AND STRENGTH OF SHEAR STUDS IN COMPOSITE BRIDGE DECK CONSTRUCTION.” 2012. Web. 03 Dec 2020.

Vancouver:

Alkhatib A. EXPERIMENTAL STUDY OF BEHAVIOUR AND STRENGTH OF SHEAR STUDS IN COMPOSITE BRIDGE DECK CONSTRUCTION. [Internet] [Masters thesis]. Dalhousie University; 2012. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/10222/15856.

Council of Science Editors:

Alkhatib A. EXPERIMENTAL STUDY OF BEHAVIOUR AND STRENGTH OF SHEAR STUDS IN COMPOSITE BRIDGE DECK CONSTRUCTION. [Masters Thesis]. Dalhousie University; 2012. Available from: http://hdl.handle.net/10222/15856


Dalhousie University

3. McCallum, Brittany. Experimental Evaluation of the Bond Dependent Coefficient and Parameters which Influence Crack Width in GFRP Reinforced Concrete.

Degree: Master of Applied Science, Department of Civil Engineering, 2013, Dalhousie University

 Reinforcement of concrete flexural components has been traditionally provided by steel rebar; however, durability concerns and life maintenance costs of this product have powered the… (more)

Subjects/Keywords: Bond; Crack width; Fibre reinforced polymers (FRP); Bond dependent coefficient (kb); Concrete

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APA (6th Edition):

McCallum, B. (2013). Experimental Evaluation of the Bond Dependent Coefficient and Parameters which Influence Crack Width in GFRP Reinforced Concrete. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/21450

Chicago Manual of Style (16th Edition):

McCallum, Brittany. “Experimental Evaluation of the Bond Dependent Coefficient and Parameters which Influence Crack Width in GFRP Reinforced Concrete.” 2013. Masters Thesis, Dalhousie University. Accessed December 03, 2020. http://hdl.handle.net/10222/21450.

MLA Handbook (7th Edition):

McCallum, Brittany. “Experimental Evaluation of the Bond Dependent Coefficient and Parameters which Influence Crack Width in GFRP Reinforced Concrete.” 2013. Web. 03 Dec 2020.

Vancouver:

McCallum B. Experimental Evaluation of the Bond Dependent Coefficient and Parameters which Influence Crack Width in GFRP Reinforced Concrete. [Internet] [Masters thesis]. Dalhousie University; 2013. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/10222/21450.

Council of Science Editors:

McCallum B. Experimental Evaluation of the Bond Dependent Coefficient and Parameters which Influence Crack Width in GFRP Reinforced Concrete. [Masters Thesis]. Dalhousie University; 2013. Available from: http://hdl.handle.net/10222/21450


Dalhousie University

4. Kaaki, Tamara. Behavior and Strength of Masonry Prisms Loaded in Compression.

Degree: Master of Applied Science, Department of Civil Engineering, 2013, Dalhousie University

 The compressive strength of masonry is the most important material property for the design of structural masonry. The behavior and strength of masonry prisms under… (more)

Subjects/Keywords: Subject Not Available

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APA (6th Edition):

Kaaki, T. (2013). Behavior and Strength of Masonry Prisms Loaded in Compression. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/34593

Chicago Manual of Style (16th Edition):

Kaaki, Tamara. “Behavior and Strength of Masonry Prisms Loaded in Compression.” 2013. Masters Thesis, Dalhousie University. Accessed December 03, 2020. http://hdl.handle.net/10222/34593.

MLA Handbook (7th Edition):

Kaaki, Tamara. “Behavior and Strength of Masonry Prisms Loaded in Compression.” 2013. Web. 03 Dec 2020.

Vancouver:

Kaaki T. Behavior and Strength of Masonry Prisms Loaded in Compression. [Internet] [Masters thesis]. Dalhousie University; 2013. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/10222/34593.

Council of Science Editors:

Kaaki T. Behavior and Strength of Masonry Prisms Loaded in Compression. [Masters Thesis]. Dalhousie University; 2013. Available from: http://hdl.handle.net/10222/34593


Dalhousie University

5. Behnam Manesh, Pouria. Experimental Study of Masonry-Infilled Steel Frames Subjected to Combined Axial and In-Plane Lateral Loading.

Degree: Master of Applied Science, Department of Civil Engineering, 2013, Dalhousie University

Masonry infilled steel frames tested under combined axial and lateral loading. Behaviour as affected by axial load, grouting, aspect ratio and openings discussed. Correlation between… (more)

Subjects/Keywords: Masonry; Infilled Frame; Lateral Loading; Concrete Masonry Unit; Combined Axial and Lateral Loading

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APA (6th Edition):

Behnam Manesh, P. (2013). Experimental Study of Masonry-Infilled Steel Frames Subjected to Combined Axial and In-Plane Lateral Loading. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/38619

Chicago Manual of Style (16th Edition):

Behnam Manesh, Pouria. “Experimental Study of Masonry-Infilled Steel Frames Subjected to Combined Axial and In-Plane Lateral Loading.” 2013. Masters Thesis, Dalhousie University. Accessed December 03, 2020. http://hdl.handle.net/10222/38619.

MLA Handbook (7th Edition):

Behnam Manesh, Pouria. “Experimental Study of Masonry-Infilled Steel Frames Subjected to Combined Axial and In-Plane Lateral Loading.” 2013. Web. 03 Dec 2020.

Vancouver:

Behnam Manesh P. Experimental Study of Masonry-Infilled Steel Frames Subjected to Combined Axial and In-Plane Lateral Loading. [Internet] [Masters thesis]. Dalhousie University; 2013. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/10222/38619.

Council of Science Editors:

Behnam Manesh P. Experimental Study of Masonry-Infilled Steel Frames Subjected to Combined Axial and In-Plane Lateral Loading. [Masters Thesis]. Dalhousie University; 2013. Available from: http://hdl.handle.net/10222/38619


Dalhousie University

6. Mantha, Christopher. Behaviour and Strength of Steel Twin Girder Systems with Torsional Braces.

Degree: Master of Applied Science, Department of Civil Engineering, 2014, Dalhousie University

 This study is motivated to investigate the behaviour and strength of beams with only discrete torsional bracing. The experimental program of a scaled twin-girder system… (more)

Subjects/Keywords: Lateral-torsional buckling; Twin girder systems; Discrete torsional bracing; Effective length modifier; Ideal torsional brace stiffness; Critical moment

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APA (6th Edition):

Mantha, C. (2014). Behaviour and Strength of Steel Twin Girder Systems with Torsional Braces. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/53981

Chicago Manual of Style (16th Edition):

Mantha, Christopher. “Behaviour and Strength of Steel Twin Girder Systems with Torsional Braces.” 2014. Masters Thesis, Dalhousie University. Accessed December 03, 2020. http://hdl.handle.net/10222/53981.

MLA Handbook (7th Edition):

Mantha, Christopher. “Behaviour and Strength of Steel Twin Girder Systems with Torsional Braces.” 2014. Web. 03 Dec 2020.

Vancouver:

Mantha C. Behaviour and Strength of Steel Twin Girder Systems with Torsional Braces. [Internet] [Masters thesis]. Dalhousie University; 2014. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/10222/53981.

Council of Science Editors:

Mantha C. Behaviour and Strength of Steel Twin Girder Systems with Torsional Braces. [Masters Thesis]. Dalhousie University; 2014. Available from: http://hdl.handle.net/10222/53981


Dalhousie University

7. Clarke, Justin. INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK.

Degree: Master of Applied Science, Department of Civil Engineering, 2014, Dalhousie University

 The A. Murray MacKay Bridge is an aging structure which opened to traffic over 40 years ago. With many of our structures aging, the ability… (more)

Subjects/Keywords: Reliability analysis; Fatigue; Steel structures; Orthotropic steel plate deck; Structural health monitoring; Bridge; Evaluation

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APA (6th Edition):

Clarke, J. (2014). INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/55989

Chicago Manual of Style (16th Edition):

Clarke, Justin. “INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK.” 2014. Masters Thesis, Dalhousie University. Accessed December 03, 2020. http://hdl.handle.net/10222/55989.

MLA Handbook (7th Edition):

Clarke, Justin. “INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK.” 2014. Web. 03 Dec 2020.

Vancouver:

Clarke J. INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK. [Internet] [Masters thesis]. Dalhousie University; 2014. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/10222/55989.

Council of Science Editors:

Clarke J. INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK. [Masters Thesis]. Dalhousie University; 2014. Available from: http://hdl.handle.net/10222/55989


Dalhousie University

8. Gannon, Liam. Effect of Welding Residual Stress and Distortion on Ship Hull Structural Performance.

Degree: PhD, Department of Civil Engineering, 2011, Dalhousie University

Thesis .pdf/A

The finite element method is used to investigate the effects of welding-induced residual stress and distortion on the strength and behaviour of ship… (more)

Subjects/Keywords: Ultimate Strength; Welding; Residual Stress; Finite Element Analysis; Ship Structures

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APA (6th Edition):

Gannon, L. (2011). Effect of Welding Residual Stress and Distortion on Ship Hull Structural Performance. (Doctoral Dissertation). Dalhousie University. Retrieved from http://hdl.handle.net/10222/13367

Chicago Manual of Style (16th Edition):

Gannon, Liam. “Effect of Welding Residual Stress and Distortion on Ship Hull Structural Performance.” 2011. Doctoral Dissertation, Dalhousie University. Accessed December 03, 2020. http://hdl.handle.net/10222/13367.

MLA Handbook (7th Edition):

Gannon, Liam. “Effect of Welding Residual Stress and Distortion on Ship Hull Structural Performance.” 2011. Web. 03 Dec 2020.

Vancouver:

Gannon L. Effect of Welding Residual Stress and Distortion on Ship Hull Structural Performance. [Internet] [Doctoral dissertation]. Dalhousie University; 2011. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/10222/13367.

Council of Science Editors:

Gannon L. Effect of Welding Residual Stress and Distortion on Ship Hull Structural Performance. [Doctoral Dissertation]. Dalhousie University; 2011. Available from: http://hdl.handle.net/10222/13367

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